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DOA - 86 Lookout Rd - Septic Design002fv ;w Yi/ M e CAST IF& PIPE (OR EQUAL MINLMUM PITCH 1/4 PER fT. FLOW LINE ELEV,- 13.73 10 -YMIN. r t,3.Sb ELEV ELEV r 13-2 h'.IG b outtET �'L 9.0 •. �4 a BASE)(T01 ALLAN PUMP RSEPTIC TANK rHAMRF S uaz DISTRIBUTION Ir DRILL OLE BOX HTO BE WATER TESTED (TO BE PLACED % FiRil BASE) J CHECK 3/4' TO 1 1/2' VALVE WASHED STONE `- MYERS MHV 4 OR 5 (OR EQUAL) 2,G. -o. 04 17.0 SOIL TEST S. T, a/jsl9r� >•trr rrouLr 18uT01%2" DATE SOIL TEST �/ 19 i"'a T N 'l Mo r r, 4z SOIL TES`" DONE BY 5,.&'S 5� r v/ASHF.D STONE VENT W17NESSED BY RFty<�' rAl _4y .. El /F4M/d r' OBSjERVATION HOLE ST 2 ELEv.- / c S 095ERVATI4N HOLE ST.! ELEV- /4 -0 1 CU. FT. OF PERCOLATION RTE 2 � MIN./INCH AT G INCHES PERCOLATION RATE Z 8 MIN./iNCH AT 4 0 72 Mt CONCRETE r ANCHOi NTH STONE �IJRA?ORS 2,3,A3o0> Li all) F(h±4AAT SOIL ABSORF�a SYSTEM (Si TION N/A ZOsIE ` INDEX ADJUST DEPTH I RE Ca.oas M e CAST IF& PIPE (OR EQUAL MINLMUM PITCH 1/4 PER fT. FLOW LINE ELEV,- 13.73 10 -YMIN. r t,3.Sb ELEV ELEV r 13-2 h'.IG b outtET �'L 9.0 •. �4 a BASE)(T01 ALLAN PUMP RSEPTIC TANK rHAMRF S uaz DISTRIBUTION Ir DRILL OLE BOX HTO BE WATER TESTED (TO BE PLACED % FiRil BASE) J CHECK 3/4' TO 1 1/2' VALVE WASHED STONE `- MYERS MHV 4 OR 5 (OR EQUAL) 2,G. -o. 04 17.0 SOIL TEST S. T, a/jsl9r� >•trr rrouLr 18uT01%2" DATE SOIL TEST �/ 19 i"'a T N 'l Mo r r, 4z SOIL TES`" DONE BY 5,.&'S 5� r v/ASHF.D STONE VENT W17NESSED BY RFty<�' rAl _4y .. El /F4M/d r' OBSjERVATION HOLE ST 2 ELEv.- / c S 095ERVATI4N HOLE ST.! ELEV- /4 -0 1 CU. FT. OF PERCOLATION RTE 2 � MIN./INCH AT G INCHES PERCOLATION RATE Z 8 MIN./iNCH AT 4 0 72 Mt CONCRETE r ANCHOi NTH STONE �IJRA?ORS 2,3,A3o0> Li all) F(h±4AAT SOIL ABSORF�a SYSTEM (Si TION N/A ZOsIE ` INDEX ADJUST DEPTH HORIZ RE Ca.oas MOTT. OTHE.'T � A 3o nd r l /oYR ^lam L/A>rSu1r ! 2 oaM �3 Yaf't Ala Ykl% r Low,.�r 2.51 3L J3 3c.n�a1 s/4 Np Y/ A/c L 00 M't' rr/L !✓o sf . C1 C 2 S�lCy _ Yes p et Cd 9'f pe't loary C t ,� c n n. S -> G' c3 12, Yer gc z/a y OBSERVED WATER `TAB' Z WATER TABLE ELEV, r 12.<? NO WATER ENCOUNTERED AT � ELEV - 1_1.0 3 ?S P NO WATER ENCOUNTERED AT / 2 c ELEV. - ¢.4- BOTTC ( / / a) ELEV. a � +c 2Lr�/ISEtT a.r�3C2li�Tio�v' . I O".= TEST HOLE ELEV. - . I vP'w'0v via =, 7zerV/<w ELEV. AT INVERT INLET J �. PUMP CHAMBER ELEV. AT ALARM oN CALCULATIONS: LEGEND: DESIGN CALCULATIONS SEWAGE DI�POSAL SYSTEM 'PROFILE ELEv. AT PuuP a�1 REQUIRED Flow PER CYCLE NOT YO SCALE ELEV. AT PUMP OFF I VOLUME PER CYCLE _§? -25 X s�G - g2.1'GAL/CYCLE EXISTING SPOT ELEVATION 00,0 NUMBER OF BEDRWAS 4,6xjonvc 3 rH-ti acs BOTTOM OF INSIDE PUMP CHAMBER 44 VOLUME OF WATERR IN PIPE , GAL/CYCLE /7.4a GAL/CU. FT. - // 03 Cu. FT./CYCLE EX IST) 0 CONTOUR 00---- GARBAGE DUSPOSAL UNIT NO BOTTOM OF OUTStOE PUMP CHAliBER TOTAL MINIMUM UME PEI3,;4 X 0.00894 X So+ FT n ��-CU. FT FlNAL SPOT ELEVATION TOTAL ES11MAIM FLOW DISCHARGE 11. l 2 CU. FT C''� _ZZ - Cu.F , FINAL CONTOUR (110 GAL/IM/DAY X 3 - BR.) 330 0 GAL/DAY Y 2x s KYri 4 $1,a �, srToR�GE CAPACITY ( � 87Aa.FT.jy- 3 f pt (loco GST.) � TEST LOCATION REQUIRED SEPTIC 'TANK CAPAC17Y � � GAL ia REQUIRED J u /O 17.4,3 diAL./CU.FT./34.67 CU.FT./FT. - r• 26 FT. UTILITY POLE -O- ACTUAL SIZE OF SEPTIC TANK 50 GAL. 3oG.P^l QD IGT FIGPLi j© Aeovc- ioy.j r. , 40 ,isr c Y/ s/Y . 4;3A tk'r-Z A.C7?TrJa9 [� ELEV {<j+ Cre 3=N�GrI� s L.vr3Z" _C3_M0u Fisc 4 1 c a 7' 40 J \, s_rJA/G _rood c. rqA -_-- 19144r^ Ta 13,E Pv�/pED 7 49 r�2,.Dr -LXL %'J?fLCJfri] M+w/,IGti1DE#1 TOWN WATER �W . SOIL CLASSIFICATION CATCH BASIN _ DESIGN PERCOLATION RATE MKAN. BOA D ANCE CALCULATIONS. GAS LINE O� LEACH G EFFLUENT LOADING , DAY/ CESSPOOL C P. EFFLUENT AREA RATE JO SQ ;;-!r 15M CLEANOUT C O. WEIGHT Oy At.LON SEPTIC TANK 1000 GALLON PUMP CHAMBER LEACHING CAPACITY (AREA X RATE) 33J.-AL/DAY a s S EATER DISPLACED 1 ! 1 4S WEIGHT OF WATER DISPLJICFD ! /.fo 4.2 y WEIGHT O� LBS 8.., x 4- H3' A 3- S x <. 2.4 <. ? LBS. RESERVE LEACHING CAPACITY N GAL/DAY ? ICI S aC� r. " PER MANUFACTURER _t 1-480 , r t. PLf?G jJ 335 WEIGHT soil 63xU8Asn4s3 82 A> /G fb4= 7537 �xcrss ��IT TO OFFSET FLATATION a err � 7-��a�✓ f sa,c,BAj80V - . ,,G,sy<F NOTES: OF C Cn/ r r2 � c Tse/2. /,5' 770 CC IV 7-,A C 7-r 1. ALL WORKMANSHIP AND MATERIALS SMALL CONFORM TO D.E.P. 4 TITLE 5.AND THE TOM YAJ2 Ot � DES/GN E.e;/�rN'�'j�d', �qR TNS L''I � RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE i� 1-oc c owrvG, =N SPtSC TiOiv 2 ALL COVERS TO SANITARY UNITS SHAM BE BROUGHT TO 2 . (48NOLl?i n!aT CE >H/ni FQ'b : WITHIN 6. OF FINISHED GRADE. --- 3. ALL COMPONENTS OF THE SANITARY SYSTEM SMALL BE CAPABU S' I a 5 WITHSTANDING H-10 LOADING UNLESS TJEY ARE UNDER OR WITH �� L- IAJ SU/TA 34 -r MFS 7 -Cr -e/ l_ 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE 2 . _ /V S 'F C T/ON o g- Mt sv SSI N� 4. ANY MASO�USED UNDER y WITHIN 10 FT. OF DRIVES OR PARKING ALAS Y � ------ A S f� 61 T J /v / O L F_ BE MORTARED IN MtISFD TD BRING COVERS i0 frRAOE' SHALL ' - r , a a C r > r e 1 t a- i? , ft TJ v lR L 3 NO DETERMINATION HAS Bf EN MADE AS t0COMPLIANCE WITH ^, f FRCkf � � R1�'RArPL'rrj Tf / i.S q � S. a /L !/V� ._r d l`7 r ►1 L" :C.rSCE� t'= l g, UTILITIES 9400 ARE APPROWAX ONLY, EX..9'BX,TW CONTRAC 1 I 11bF i'v F LT/2 To r2 �c FOA '45:A.S FE" IS TO CALL "DIG-SAAT 1-800-322-4044 AT LEAST 72 HOU !1 4. P r'C / O JZ TO > 3 PI G K F/L L F02 `%T t - PRIOR TO COMMENMG WW, ON SITE cli < T M EA S v2 E M E v T S 7. CONTRACTOR IS TO VERIFY :GRADES AND ELEVATIONS AS *ELLL A SITE CONM70M PRIOR TO B. PARCEL IS IN FLOOD ZONN WORK ON SITEE 2-k; I ' 9. LOT IS SHOWN ON 7th MAp 12 d . AS PARCEL S'3 d EL C T2 r , ?El't nr.7 :-o Oc �10. PUMP AND ALARM ARE To BE ON SEPERATE CIRCUITS. C'Ti4r_�J�1J , lanyD 11. ALARM IS TO BE BOTN AUDIO AND VMAL 3) tIM OF GROUNDWATER INTO FACMM J¢ 2 //T� y /R .z i cry sD 12 SEPTIC TANK AND PUMP CHAMBER ARE TO BE TESTED TO INSLIRI - /l/" 13. ALL UNSUITABLE MATERITHAT THERE IS NO AL SHALL BE REMOVED FROM UNDER AICA SALT /vl �$hr FOR A MINIMUM OF 3' AROUND SOIL ABSORPTIONSYSfEM AND a, REPLACED WITH MATERIAL AS SPECIFIED` IN 310 CMR 15.254°(3)..14. SEPTIC TANK AND PUMP CHAMBER ARE TO BE WATERPROOFED A THE MANUFACTURER AND HAVE ASPHALT AND 6'ML POLY ATTAC fZHO y:�-�'�' /S yf7 >Zn•1 v v Tl -i T3 o N J2 NfiL'F,Xy/"q/Zt'�f AX<X Aii# APPROVED: BOARD OF HEALTI- I (. r4f3 DATE A(.�FIJT POSED SEPTIC DESIGN FOR .4)61T scALE 1" -,471 t 8/28/56 J. I JOB N0. JLC' 7,S-7 I rinAMOM KAAP I i I REVISED ?,1141c�17T I nc / H !Z COLOR M0T7 OTi�E7i w /j - A So w.e y YuY/Z EJ�/SV+ L saw. 3 3 Ala Ykl% r 18° 4 SmsJ /� A/c Et slits i/!s pe't C t ,� c n n. S"_ L 12, lCaveJ� OBSERVED WATER `TAB' Z WATER TABLE ELEV, r 12.<? NO WATER ENCOUNTERED AT � ELEV - 1_1.0 3 ?S P NO WATER ENCOUNTERED AT / 2 c ELEV. - ¢.4- BOTTC ( / / a) ELEV. a � +c 2Lr�/ISEtT a.r�3C2li�Tio�v' . I O".= TEST HOLE ELEV. - . I vP'w'0v via =, 7zerV/<w ELEV. AT INVERT INLET J �. PUMP CHAMBER ELEV. AT ALARM oN CALCULATIONS: LEGEND: DESIGN CALCULATIONS SEWAGE DI�POSAL SYSTEM 'PROFILE ELEv. AT PuuP a�1 REQUIRED Flow PER CYCLE NOT YO SCALE ELEV. AT PUMP OFF I VOLUME PER CYCLE _§? -25 X s�G - g2.1'GAL/CYCLE EXISTING SPOT ELEVATION 00,0 NUMBER OF BEDRWAS 4,6xjonvc 3 rH-ti acs BOTTOM OF INSIDE PUMP CHAMBER 44 VOLUME OF WATERR IN PIPE , GAL/CYCLE /7.4a GAL/CU. FT. - // 03 Cu. FT./CYCLE EX IST) 0 CONTOUR 00---- GARBAGE DUSPOSAL UNIT NO BOTTOM OF OUTStOE PUMP CHAliBER TOTAL MINIMUM UME PEI3,;4 X 0.00894 X So+ FT n ��-CU. FT FlNAL SPOT ELEVATION TOTAL ES11MAIM FLOW DISCHARGE 11. l 2 CU. FT C''� _ZZ - Cu.F , FINAL CONTOUR (110 GAL/IM/DAY X 3 - BR.) 330 0 GAL/DAY Y 2x s KYri 4 $1,a �, srToR�GE CAPACITY ( � 87Aa.FT.jy- 3 f pt (loco GST.) � TEST LOCATION REQUIRED SEPTIC 'TANK CAPAC17Y � � GAL ia REQUIRED J u /O 17.4,3 diAL./CU.FT./34.67 CU.FT./FT. - r• 26 FT. UTILITY POLE -O- ACTUAL SIZE OF SEPTIC TANK 50 GAL. 3oG.P^l QD IGT FIGPLi j© Aeovc- ioy.j r. , 40 ,isr c Y/ s/Y . 4;3A tk'r-Z A.C7?TrJa9 [� ELEV {<j+ Cre 3=N�GrI� s L.vr3Z" _C3_M0u Fisc 4 1 c a 7' 40 J \, s_rJA/G _rood c. rqA -_-- 19144r^ Ta 13,E Pv�/pED 7 49 r�2,.Dr -LXL %'J?fLCJfri] M+w/,IGti1DE#1 TOWN WATER �W . SOIL CLASSIFICATION CATCH BASIN _ DESIGN PERCOLATION RATE MKAN. BOA D ANCE CALCULATIONS. GAS LINE O� LEACH G EFFLUENT LOADING , DAY/ CESSPOOL C P. EFFLUENT AREA RATE JO SQ ;;-!r 15M CLEANOUT C O. WEIGHT Oy At.LON SEPTIC TANK 1000 GALLON PUMP CHAMBER LEACHING CAPACITY (AREA X RATE) 33J.-AL/DAY a s S EATER DISPLACED 1 ! 1 4S WEIGHT OF WATER DISPLJICFD ! /.fo 4.2 y WEIGHT O� LBS 8.., x 4- H3' A 3- S x <. 2.4 <. ? LBS. RESERVE LEACHING CAPACITY N GAL/DAY ? ICI S aC� r. " PER MANUFACTURER _t 1-480 , r t. PLf?G jJ 335 WEIGHT soil 63xU8Asn4s3 82 A> /G fb4= 7537 �xcrss ��IT TO OFFSET FLATATION a err � 7-��a�✓ f sa,c,BAj80V - . ,,G,sy<F NOTES: OF C Cn/ r r2 � c Tse/2. /,5' 770 CC IV 7-,A C 7-r 1. ALL WORKMANSHIP AND MATERIALS SMALL CONFORM TO D.E.P. 4 TITLE 5.AND THE TOM YAJ2 Ot � DES/GN E.e;/�rN'�'j�d', �qR TNS L''I � RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE i� 1-oc c owrvG, =N SPtSC TiOiv 2 ALL COVERS TO SANITARY UNITS SHAM BE BROUGHT TO 2 . (48NOLl?i n!aT CE >H/ni FQ'b : WITHIN 6. OF FINISHED GRADE. --- 3. ALL COMPONENTS OF THE SANITARY SYSTEM SMALL BE CAPABU S' I a 5 WITHSTANDING H-10 LOADING UNLESS TJEY ARE UNDER OR WITH �� L- IAJ SU/TA 34 -r MFS 7 -Cr -e/ l_ 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE 2 . _ /V S 'F C T/ON o g- Mt sv SSI N� 4. ANY MASO�USED UNDER y WITHIN 10 FT. OF DRIVES OR PARKING ALAS Y � ------ A S f� 61 T J /v / O L F_ BE MORTARED IN MtISFD TD BRING COVERS i0 frRAOE' SHALL ' - r , a a C r > r e 1 t a- i? , ft TJ v lR L 3 NO DETERMINATION HAS Bf EN MADE AS t0COMPLIANCE WITH ^, f FRCkf � � R1�'RArPL'rrj Tf / i.S q � S. a /L !/V� ._r d l`7 r ►1 L" :C.rSCE� t'= l g, UTILITIES 9400 ARE APPROWAX ONLY, EX..9'BX,TW CONTRAC 1 I 11bF i'v F LT/2 To r2 �c FOA '45:A.S FE" IS TO CALL "DIG-SAAT 1-800-322-4044 AT LEAST 72 HOU !1 4. P r'C / O JZ TO > 3 PI G K F/L L F02 `%T t - PRIOR TO COMMENMG WW, ON SITE cli < T M EA S v2 E M E v T S 7. CONTRACTOR IS TO VERIFY :GRADES AND ELEVATIONS AS *ELLL A SITE CONM70M PRIOR TO B. PARCEL IS IN FLOOD ZONN WORK ON SITEE 2-k; I ' 9. LOT IS SHOWN ON 7th MAp 12 d . AS PARCEL S'3 d EL C T2 r , ?El't nr.7 :-o Oc �10. PUMP AND ALARM ARE To BE ON SEPERATE CIRCUITS. C'Ti4r_�J�1J , lanyD 11. ALARM IS TO BE BOTN AUDIO AND VMAL 3) tIM OF GROUNDWATER INTO FACMM J¢ 2 //T� y /R .z i cry sD 12 SEPTIC TANK AND PUMP CHAMBER ARE TO BE TESTED TO INSLIRI - /l/" 13. ALL UNSUITABLE MATERITHAT THERE IS NO AL SHALL BE REMOVED FROM UNDER AICA SALT /vl �$hr FOR A MINIMUM OF 3' AROUND SOIL ABSORPTIONSYSfEM AND a, REPLACED WITH MATERIAL AS SPECIFIED` IN 310 CMR 15.254°(3)..14. SEPTIC TANK AND PUMP CHAMBER ARE TO BE WATERPROOFED A THE MANUFACTURER AND HAVE ASPHALT AND 6'ML POLY ATTAC fZHO y:�-�'�' /S yf7 >Zn•1 v v Tl -i T3 o N J2 NfiL'F,Xy/"q/Zt'�f AX<X Aii# APPROVED: BOARD OF HEALTI- I (. r4f3 DATE A(.�FIJT POSED SEPTIC DESIGN FOR .4)61T scALE 1" -,471 t 8/28/56 J. I JOB N0. JLC' 7,S-7 I rinAMOM KAAP I i I REVISED ?,1141c�17T I nc /